Non‐linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code
- 9 November 2007
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 37 (3), 467-485
- https://doi.org/10.1002/eqe.770
Abstract
No abstract availableKeywords
This publication has 10 references indexed in Scilit:
- Seismic evaluation of old masonry buildings. Part I: Method description and application to a case-studyEngineering Structures, 2005
- Fragility analysis of flat-slab structuresEngineering Structures, 2004
- Comparative inelastic pushover analysis of masonry framesEngineering Structures, 2003
- Computations on historic masonry structuresProgress in Structural Engineering and Materials, 2002
- Incremental dynamic analysisEarthquake Engineering & Structural Dynamics, 2001
- Seismic Behavior of Blocky Masonry StructuresEarthquake Spectra, 2000
- Continuum Model for Masonry: Parameter Estimation and ValidationJournal of Structural Engineering, 1998
- In-plane seismic response of brick masonry wallsEarthquake Engineering & Structural Dynamics, 1997
- DAMAGE MODELS FOR THE SEISMIC RESPONSE OF BRICK MASONRY SHEAR WALLS. PART II: THE CONTINUUM MODEL AND ITS APPLICATIONSEarthquake Engineering & Structural Dynamics, 1997
- PERFORMANCE EVALUATION OF A THREE-STOREY UNREINFORCED MASONRY BUILDING DURING THE 1992 ERZİNCAN EARTHQUAKEEarthquake Engineering & Structural Dynamics, 1997